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<br />BUILDING DATA:
<br />CONDITIONED OFFICE SPACE 3500 /100 = 35 PEOPLE
<br />HAZARDOUS
<br />WAREHOUSE SPACE 6500 / 500 = 13 PEOPLE
<br />HAZARDOUS
<br />CONDITION MEZZANINE
<br />STORAGE SPACE
<br />NON HAZARDOUS
<br />CONDITION MEZZANINE
<br />STORAGE SPACE
<br />COVERED ENTRY
<br />TOTAL AREA
<br />TOTAL OCCUPANCY
<br />3100 / 500 = 6 PEOPLE
<br />3500 / 500 = 7 PEOPLE
<br />208 N/A
<br />16808 SQ. FT.
<br />61 PEOPLE
<br />OCCUPANCY CLASSIFICATION: MIXED BUSINESS OFFICE GROUP B
<br />HIGH HAZARD GROUP H-3
<br />CONSTRUCTION TYPE: VB
<br />FIRE PROTECTION: SPINKLED BUILDING
<br />OWNER TO PROVIDE MSD SHEETS FOR FIRE SPRINKLER CO
<br />PLUMBING FIXTURES EXCEED REQUIREMENT PER TABLE
<br />403.1 FLORIDA BUILDING CODE 2017 6TH EDITION PLUMBING
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
<br />6TH EDITION AND THE 2014 FLORIDA BUILDING CODE
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE.
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOORS: SLAB:
<br />LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD - 20 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
<br />BUILDING CODE 6TH EDITION SECTION 1609.1.1.
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />SOIL BEARING & COMPACTION:
<br />COMPONENT & CLADDING WIND LOADS
<br />ALL OTHERCOMPONENT
<br />BUILDING
<br />ROOF OVERHANG
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<br />+32.3/56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-36.2
<br />5
<br />N/A
<br />+35.3/-47.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING_
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 26 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM PM OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3W, PLACED AT AN 6 TO 11 INCH SLUMP AND HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. ( WHEN TESTED PERASTM C-1019) .
<br />PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN) N CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />IF A REGISTERED TERMi T ICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR 10 THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL_
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING & COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE %-TREAI ED
<br />( INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TC EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) . ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/6 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL- SECTION R306:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(Z GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
<br />B) BOTTOM EDGE LESS THAN 16 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />PACKAGING FACILITY FOR
<br />PROFESSIONAL HAIR LAB
<br />CORNER OF TRUMP PLACE AND CORREIA DR.
<br />ZEPHYRHILLS, FLORIDA
<br />LOCATION MAP
<br />PLAN TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 6TH EDITION
<br />CONTRACTOR PROVIDE SIGN DESIGNATING IF FRAME CONSTRUCTION ROOF
<br />CONTRACTOR TO PROVIDE TACTILE SIGNS AS REQUIRED
<br />INTERIOR FINISHES
<br />TABLE 803.11
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY"
<br />SPRtNKLERED'
<br />NONSPRINKLERED
<br />GROUP
<br />Interior exit stairways and ramps
<br />Corridors and
<br />enclosure for exit
<br />Rooms and
<br />Interior it stairways and
<br />Corridors and
<br />enclosure for exit
<br />Rooms and
<br />and exit passageways'
<br />access stairways
<br />enclosed
<br />spaces`
<br />ramps and exit
<br />passageways"
<br />access stairways
<br />enclosed
<br />spaces`
<br />and ramps
<br />and ramps
<br />4 I& .4 2
<br />_ B
<br />B
<br />C
<br />A
<br />Ad
<br />B`
<br />B.FMRI
<br />B
<br />C
<br />C
<br />q...........
<br />B
<br />! C
<br />---
<br />—
<br />H
<br />B
<br />P
<br />C-
<br />A
<br />A
<br />B
<br />_
<br />S-
<br />I2
<br />B
<br />B
<br />Bh'
<br />A
<br />A
<br />B
<br />I-3
<br />A
<br />A'
<br />C
<br />A
<br />A
<br />B
<br />I-4
<br />B
<br />B
<br />B-
<br />A
<br />A
<br />B
<br />C
<br />R-3
<br />C
<br />C
<br />C
<br />C
<br />C
<br />C
<br />_
<br />S
<br />.w
<br />C C C
<br />..._
<br />B B C
<br />C:=
<br />No restrictions
<br />N(� restrictions
<br />For SI: I inch = : 5.4 ntm, 1 square foot = 0.0929mz,
<br />a. glass C interior finish materials shall be permitted for wainscotting ur paneling of not more than 1,000 square feet of applied surface area in the grade lobby
<br />where applied directly to a noncombustible base or over furring strips applied to a noncombustible b ase and fireblocked as required by Section 803.13.1.
<br />b. In other than Group I-3 occupancies in buildings less than three stories above grade plane, Class B interior 5ni h for nonsprinklered buildings and Class C
<br />interior finish for sprinklered buildings shalt be permitted in imenor exit st,,urways and ramps,
<br />c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural
<br />elements, the enclosing pau-dtions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the
<br />rooms or spaces on both sides shall be cons4cied one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy
<br />thereof shall be the governing factor regardless of the group classification of the building or structure.
<br />d. Lobbv areas in Group A- 1, A-2 and A-3 occupancies shall not be less than Class B materials.
<br />e. Class C interior finish materials shall be permitter) in places of assembly with an occupant load of +00 persons or less.
<br />f. For places of religious worship, mood used for ornamental purposes, trusses, paneling of Chancel furnishing shall be pec'4titted.
<br />g. Class B material is required where the building exceeds two stories.
<br />h. Class C interior finish materials shall be perritted in administrative spaces.
<br />i. Class C interior finish materia's shall he permitted in rooms with a capacity of four persons or less.
<br />j. Class B materials shall be permitted as wainscotting extending not more lion 48 inches above the finished flour in corridors and exit access stairways and
<br />ramps.
<br />k. Finish materials as provided for in other sections of this code.
<br />i. Applies when protected by an antom2tic sprinkler system insfnfled in accordance with Section 9t)33.1. i or 903.31.2.
<br />RESTROOM FINISH NOTE:
<br />WALLS: TO HAVE A SMOOTH NON ABSORBENT MATERIAL
<br />MINIMUM 46" ABOVE FINISH FLOOR
<br />FLOORS: TO HAVE A SMOOTH NON ABSORBENT MATERIAL
<br />w
<br />SITE LOCATION
<br />>Fi 11.D11Nia Q Y� L
<br />PLAN INDEX:
<br />SITE PLAN BY OTHERS
<br />FIRE SPRINKLER PLAN BY OTHERS
<br />SHEET B 1: MAIN LEVEL FLOOR PLAN
<br />EXTERIOR DOOR AND WINDOW SCHEDULE
<br />INTERIOR DOOR AND WINDOW SCHEDULE
<br />INTERIOR BOX BEAM DETAIL
<br />INTERIOR STEEL STUD WALL DETAIL
<br />SHEET B 2: MEZZANINE FLOOR PLAN
<br />SHEET B 3: EXTERIOR ELEVATIONS
<br />SHEET B 4: BUILDING CUT SECTION "A"
<br />BUILDING CUT SECTION "B"
<br />SHEET B 5: FOUNDATION PLAN
<br />FOOTING AND PAD DETAIL
<br />SHEET B 6: ENGINEERED FLOOR TRUSS PLAN
<br />WAREHOUSE STAIR DETAIL SECTION
<br />ENTRY S-1 DETAIL
<br />SHEET B 7: FIRE WALL DETAIL
<br />SHEET M 1: MAIN LEVEL HVAC PLAN
<br />MEZZANINE HVAC PLAN
<br />SHEET M 2: HVAC SPECIFICATIONS
<br />HVAC DETAILS
<br />SHEET E 1: ELECTRICAL DRAWINGS
<br />SHEET E 2: ELECTRICAL DRAWINGS
<br />SHEET E 3: ELECTRICAL DRAWINGS
<br />SHEET E 4: ELECTRICAL DRAWINGS
<br />SHEET LS: LIFE SAFETY PLAN
<br />SHEET P 1: PLUMBING FIXTURE LOCATION PLAN
<br />SANITARY DRAIN LINE PLAN
<br />SHEET P 2: COLD WATER RISER DIAGRAM
<br />HOT WATER RISER DIAGRAM
<br />SANITARY RISER DIAGRAM
<br />ADA FIXTURE DETAILS
<br />PLUMBING SCHEDULE
<br />HANSON & HEADLEY
<br />PROFESSIONAL ENGINEERS
<br />ENGINEERING BUSINESS NO. EB6450 ARKAY ENGINEERING INC.
<br />structural en ineere
<br />PO BOX 1728 5290 S. ROMANS AVE. g
<br />DADE CITY, FL 33526 INVERNESS, FL 34452 1958 E. Edgewood Drive, Lakeland FI 33803
<br />(352) 521-5848 (352) 726-2332
<br />r phone 863-688-6500 Fax 863-ASS-fo��Z
<br />State of Florida Certificate of Authorization M EB6341
<br />Richard L Kiddey P.E. - Florida Licenee • 31296
<br />ARKAYO 17915
<br />
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